ETD

Archivio digitale delle tesi discusse presso l'Università di Pisa

Tesi etd-11192013-155012


Tipo di tesi
Tesi di laurea magistrale
Autore
CARTA, LORENZO
URN
etd-11192013-155012
Titolo
Modeling and seismic analysis of dissipative hybrid steel-concrete structure
Dipartimento
INGEGNERIA CIVILE E INDUSTRIALE
Corso di studi
INGEGNERIA EDILE E DELLE COSTRUZIONI CIVILI
Relatori
correlatore Ing. Morelli, Francesco
relatore Prof. Salvatore, Walter
Parole chiave
  • composite steel-link structure
  • method N2
  • pushover
  • steel link
  • behavior factor
Data inizio appello
05/12/2013
Consultabilità
Completa
Riassunto
One of the aim of INNO-HYCO Project (INNOvative HYbrid and COmposite steel-concrete
structural solutions for building in seismic area) is to study steel-concrete hybrid systems
obtained by coupling reinforced concrete shear wall and steel frame. This systems will exploit
both the stiffness of reinforced concrete and the ductility of steel elements.
In this thesis, an analysis of composite structure will be presented, with their story and the
different structural solution for this structural system; we will study in deep the different
solutions for composite beams and columns and we will talk about shear connectors. Then we’ll
discuss about coupling shear wall and hybrid systems, in particular the Hybrid Coupled Shear
Wall system (HCSW system) will be presented.

At the end of the work the behavior factor q (based on ductility of the system) for each analyzed
case will be determined.
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